Seismic Fragility Analysis of Bridge Group Pile Foundations considering Fluid-Pile-Soil Interaction

Table 8

The curvature of Sec C comparisons.

Model	Excitations	Without FSI	Considering FSI
			d = 10 m	d = 20 m	d = 40 m
Model A	FF1	0.015	0.015	0.015	0.014
	FF2	0.001	0.001	0.001	0.001
	FF3	0.010	0.010	0.010	0.010
	FF4	0.006	0.006	0.007	0.007
Model B	FF1	0.011	0.011	0.011	0.012
	FF2	0.003	0.003	0.003	0.003
	FF3	0.010	0.010	0.010	0.011
	FF4	0.010	0.010	0.010	0.011